Attachment 2 - MAHG171095 Renovate Stennis Hall - Drawings.pdf

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Attached to
MAHG 17-1095 Stennis Hall
Solicitation number
FA301026R0010
Issued by

About this file

This attachment contains construction drawings and design documentation for the renovation of Stennis Hall (Building 1002) at Keesler Air Force Base in Biloxi, Mississippi. The project, identified as MAHG 171095, involves comprehensive mechanical, electrical, plumbing, and fire protection system upgrades across both floors of the facility. Key renovation work includes replacement of HVAC equipment (chillers, CRAC units, and air handling units), modernization of restroom facilities, elevator refurbishment, electrical switchgear installation, and associated ductwork modifications. The drawings indicate phased construction sequencing, with second-floor mechanical room work to be completed before first-floor work, and critical infrastructure upgrades (such as switchgear installation) scheduled to occur between December 22 and January 5 to minimize operational disruption. The facility will remain occupied during construction, requiring coordination of work schedules with the contracting officer and building management to maintain egress routes and operational continuity.

The design team includes Eley Guild Hardy Architects as the primary architect, with Dell Consulting providing mechanical and electrical engineering services and I.C. Thomasson & Associates handling fire protection engineering. Construction drawings encompass overall floor plans, enlarged mechanical room renovation and demolition plans, restroom layouts with fixture specifications, phasing plans, life safety plans, and detailed assembly drawings for structural modifications at mechanical openings in the concrete deck. The contract specifies protection of existing trees and landscaping, proper disposal of demolition materials, daily site cleaning, and restoration of damaged surfaces. Secure areas within the facility require government escorts for contractor personnel, with a 45-day review timeline for submittals involving secure boundary penetrations. The project magnitude exceeds $10,000,000 and is designated as a Total Small Business set-aside.

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Other files

File Type Posted
Solicitation Amendment - FA301026R00100003.pdf PDF
Solicitation Amendment FA301026R00100003 SF 30.pdf PDF
Attachment 12 - MAHG171095 Renovate Stennis Hall - HVAC Chiller JA.pdf PDF
Solicitation Amendment - FA301026R00100002.pdf PDF
Attachment 10 - MAHG171095 Renovate Stennis Hall - Spec 01 91 00.15 20.pdf PDF
Solicitation Amendment FA301026R00100002 SF 30.pdf PDF
Attachment 11 - MAHG171095 Renovate Stennis Hall - Additional QA.pdf PDF
Attachment 6 - MAH171095 Renovate Stennis Hall - QAs.pdf PDF
Solicitation Amendment - FA301026R00100001.pdf PDF
Attachment 9 - MAHG171095 Renovate Stennis Hall - Hazmat Survey .pdf PDF
Attachment 7 - MAHG171095 Renovate Stennis Hall - Revised Specifications .pdf PDF
Attachment 8 - MAHG171095 Renovate Stennis Hall - Additional Specifications .pdf PDF
Solicitation Amendment FA301026R00100001 SF 30.pdf PDF
Pre-Bid Site Visit - Sign In Sheet - MAHG171095 Renovate Stennis Hall.pdf PDF
L-01 MAHG171095 Renovate Stennis Hall - Past Performance Reference List.pdf PDF
Attachment 1 - MAHG171095 Renovate Stennis Hall - Specifications.pdf PDF
Attachment 3 - MAHG171095 Renovate Stennis Hall - MSS.xlsx XLSX spreadsheet
Attachment 4 - MAHG171095 Renovate Stennis Hall - Wage Determination MS20260050.pdf PDF
L-02 MAHG171095 Renovate Stennis Hall - Past Performance Questionnaire.pdf PDF
Solicitation - FA301026R0010.pdf PDF
Attachment 5 - MAHG171095 Renovate Stennis Hall - Submittal Procedures.pdf PDF
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APPROVEDDRAWN

AIR EDUCATION AND TRAINING

COMMAND

DATEREVISION

UNITED STATES AIR

FORCE

MISSISSIPPI

FACILITY NUMBER:

SHEET OF

DRAWING NUMBER:

BILOXI

RECOMMENDED:

(Chief of Engineering)

SUBMITTED:

(Chief of Contracts Design)

SHEET NAME:PROJECT NUMBER:

CHECKED: DATE:

DRAWN:

OFFICE OF CIVIL

ENGINEERS

KEESLER AIR FORCE BASE

A. MARASCA G. REED

B1002

876543

D

E

B

C

A

87654321

G

F

E

D

C

B

A

G

F

A R C H I T E C T S

1091 TOMMY MUNRO DR.

BILOXI, MS 39532

Telephone: 228.594.2323 www.egh.ms

STAMPENGINEERARCHITECT

ISSUED FOR CONSTRUCTION

KEESLER AFB, BILOXI, MISSISSIPPI

PROJECT NUMBER: MAHG 17−1095

EGH PROJECT # 22−028

REPAIR STENNIS HALL B1002

FIRE PROTECTION:

I.C. THOMASSON &

ASSOCIATES, INC.

MECHANICAL,

ELECTRICAL, &

TELECOMM ENGINEER:

DELL CONSULTING, LLC

11 12

HH

HAS

KLK 2/20/24

MAHG 17-1095

MAHG 171095 REPAIR

STENNIS HALL

TITLE SHEET G000

REV. 7/1/24

FA301026R0010

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INTERSTATE 10

INTERSTATE 110

US ROUTE 90

BILOXI BACK BAY

PASS ROAD

US ROUTE 90

INTERSTATE 10

US

ROUTE

DRAWING INDEXDESIGN TEAM

ARCHITECT

ELEY GUILD HARDY ARCHITECTS, PA

1091 TOMMY MUNRO DRIVE

BILOXI, MS 39532

228.594.2323

KYLE KISH, AIA, CDT, P.I.C.

EMAIL: kkish@egh.ms

HEIDI SCHATTIN, AIA

EMAIL: hschattin@egh.ms

MECHANICAL ENGINEER

DELL CONSULTING

129 EAST GOVERNMENT STREET

PENSACOLA, FL 32502

850.332.5687 x103

JASON MATIACIO, PE, BCxP, BEMP, LEED AP BD+C EMAIL: Jason@DellConsultingLLC.com

ROMESH CANEKERATNE, LEEP AP BD+C

EMAIL: Romesh@DellConsultingLLC.com

ELECTRICAL ENGINEER

DELL CONSULTING

129 EAST GOVERNMENT STREET

PENSACOLA, FL 32502

850.332.5687 x103

HAL DELL, PE, RCDD, LEED AP BD+C

EMAIL: Hal@DellConsultingLLC.com

FIRE PROTECTION

I.C. THOMASSON ASSOCIATES, INC.

104 EAST CHEROKEE STREET

BROOKHAVEN, MS 39601

601.823.0038

NAME: DANNY WARREN, PE, FPE

EMAIL: dwarren@icthomasson.com

ABBREVIATIONS

& AND

@ AT

< ANGLE

A/C AIR CONDITIONING

ACT ACOUSTICAL CEILING TILE

ADDT'L ADDITIONAL

ADJ ADJUSTABLE

AF ACCESS FLOORING

AFD AUTOMATIC FIRE DAMPER

AFF ABOVE FINISH FLOORING

ALUM ALUMINUM

ALT ALTERNATE

ARCH ARCHITECT

BET BETWEEN

BIT BITUMEN

BJ BAR JOIST

BLDG BUILDING

BLK BLOCK

BLK'G BLOCKING

BLT BUILT

BM BEAM

BO BOTTOM OF

BOT BOTTOM

B.R. BACKER ROD

CAP CAPACITY

CB CATCH BASIN

C/C CENTER TO CENTER

CCTV CLOSED CIRCUIT ELEVATION

CFH CUBIC FEET/HOUR

CFM CUBIC FEET/MINUTE

CI. CAST IRON

C.J. CONTROL JOINT

CL CLEAR

CLG CEILING

CLO CLOSET

CLR COLOR

CMU CONCRETE MASONRY UNIT

CONTR. CONTRACTOR

COL COLUMN

COMP COMPRESSION/COMPRESSED

CONC CONCRETE

COND CONDENSATE

CONST CONSTRUCTION

CONT CONTINUOUS

CPLING COUPLING

CPT CARPET

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTR CENTERS

C CENTER LINE

C.W. COLD WATER

D/DIA DIAMETER

DB DRY BULB

DBL DOUBLE

DEFL DEFLECTION

DEPT. DEPARTMENT

DET/DTL DETAIL

DISP. DISPENSER

DK DARK

DN DOWN

D.P. DAWNPROOFING

DS DOWNSPOUT

DWG(S) DRAWING(S)

EA EACH

EDF ELECTRIC DRINKING FOUNTAIN

EF EXHAUST FAN

EFC EACH FACE

EJ EXPANSION JOINT

ELEC. ELECTRICAL

EL/ELEV ELEVATION

EMBED EMBEDDED

ENGR. ENGINEER

ENT ENTERING/ENTRY

EOP EXISTING OVERHEAD PRIMARY

EQ EQUAL

EQUIP. EQUIPMENT

ES EXPOSED STRUCTURE

ESP EXTERNAL STATIC PRESSURE

EXH EXHAUST

EXPAN EXPANSION

EXT EXTERIOR

FA FIRE ALARM

FAC FIRE ALARM CABINET

FD FLOOR DRAIN

FAR FIRE ALARM REMOTE

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FFE FINISH FLOOR ELEVATION

FH FIRE HYDRANT

FIN FINISH

FLR FLOOR

F.O.C. FACE OF CONCRETE

F.O.B. FACE OF BRICK

FR FRAME

FS FLOW SWITCH

FT FOOT/FEET

FTG FOOTING

GA GAUGE

GALV GALVANIZED

G.C. GENERAL CONTRACTOR

G.F. CMU GROUND FACE CMU

GL GLASS

GPM GALLONS PER MINUTE

GYP.BD GYPSUM BOARD

HB HOSE BIBB

HC HANDICAP

HD/WR HARDWARE

HM HOLLOW METAL

HDN. HAND

HP HIGH POINT

HORIZ. HORIZONTAL

HR HOUR

HT HEIGHT

H.W. HOT WATER

HVAC. HEATING, VENTILATION,

AIR CONDITIONING

IC INTERCOM

INSUL INSULATION

INT INTERIOR

INV INVERT

JAN JANITOR

JT JOINT

JST JOIST

L LENGTH, LONG

LAM LAMINATED(D)

L.A.T. LAY-IN ACOUSTICAL CEILING

LAV LAVATORY

LF LINEAR FEET

LG LEG

LP LIGHT POLE

MA MIXED AIR

MAS. MASONRY

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR/MFGR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

M.O. MANSONRY OPENING

MOD. MODIFIED

MRV MOISTURE RELEASE VENT

M.T. METAL THRESHOLD

MTD MOUNTED

MTL METAL

N/A NOT APPLICABLE

NF NATURAL FINISH

NIC NOT IN CONTRACT

NO./# NUMBER

NOM NOMINAL

NR NARROW RIB

NS NOT SHOWN

NTS NOT TO SCALE

OA OUTSIDE AIR

O.C. ON CENTER

OCEW ON CENTER EACH WAY

OH OVERHEAD

OPN'G OPENING

OPP. OPPOSITE

OZ. OUNCE

+/-.± PLUS OR MINUS

P/PT PAINT

PART'N PARTITION

PDI WATER HAMMER ARRESTOR

PF PREFINISH(ED)

PL PLATE

?? PROPERTY LINE

PLAS. PLASTIC LAMINATE

PLYWD. PLYWOOD

PNL PANEL

PP POWER POLE

PR PAIR

PREFAB PREFABRICATED

PROJ PROJECTION

PSF POUNDS/SQUARE FOOT

PSI POUNDS/SQUARE INCH

P.T.D. PAPER TOWEL DISPENSER

PVC POLYVINYL CHLORIDE

QT QUARRY TILE

QTB QUARRY TILE BASE

QTY QUANTITY

R/RAD RADIUS

RA RETURN AIR

RB RUBBER BASE

RD ROOF DRAIN

REF REFERENCE

REINF REINFORCED

REQ'D REQUIRED

RET RETURN

RM ROOM

RPM REVOLUTIONS PER MINUTE

RTU ROOF-TOP UNIT

SA SUPPLY AIR

SAN SANITARY

SCWD SOLID CORE WOOD

SD SPLITTER DAMPER

SECT SECTION

SF STOREFRONT/SQUARE FEET

SHT SHEET

SIM SIMILAR

SL SLOPE

SP SPACING

SPEC SPECIFIED/SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STRUCT. STRUCTURAL

SUP SUPPLY

SUSP SUSPENDED

SYN SYNTHETIC

T&B TOP AND BOTTOM

TBM TEMPORARY BENCH MARK

TEL TELEPHONE

T&G TOUNGE AND GROOVE

TH/THK THICK

THRESH. THRESHOLD

TLT TOILET

T.O. TOP OF

T.O.B. TOP OF BEAM

TOS TOP OF STRUCTURE

TP TOILET PAPER HOLDER

TRTD TREATED

TYP TYPICAL ALL SIMILAR

CONDITIONS

U.C. UNDER COUNTER

U.L. UNDERWRITER'S LABORATORY

UNO UNLESS NOTED OTHERWISE

VAR VARIES

VD VOLUME DAMPER

VERT VERTICAL

V.C.T. VINYL COMPOSITION TILE

VTR VENT-THRU-ROOF

V.W.C. VINYL WALL COVERING

W. WIDE, WIDTH

W/ WITH

WCO WALL CLEANOUT

WD WOOD

WG WATER GAUGE

WGVP WATER GAUGE VISION PANEL

WH WATER HEATER

WP WATERPROOFING

WV WATER VAUVE

WMF WELDED WIRE FABRIC

MATERIAL LEGEND

BRICK

BRICK IN SECTION

EARTH

CONCRETE IN

SECTION/PLAN

WOOD DOOR

METAL IN SECTION

GRASS

FINISH WOOD

ROUGH WOOD

CONSTRUCTION

IN SECTION

RIGID INSULATION

CAST STONE

GRAPHIC LEGEND

WOOD BLOCKING

CONT BATT INSULATION /

ACOUSTICAL BATTS

GYPSUM BOARD

FLOOR DRAIN

ROOM DESIGNATION

DOOR OPENING

WINDOW TYPE

COLUMN GRID LINE

DETAIL

ELEVATION

BUILDING SECTION / DETAIL

100A

ROOM NAME

A300

XX

A

6.2

WALL PARTITION TYPE

A200

A520

PROJECT MAP

BASE CONTRACTING

BLDG 4605

HDR

BLDG 4705

(DIVISION STREET)

SECURITY

POLICE

BLDG 3524

CONTRACTOR'S

TRUCK ROUTE

BLDG 1002

NOTE: CONTRACTOR TO

FINALIZE LAYDOWN AREAS

AND TRUCK ROUTES AFTER

AWARD. INFORMATION GIVEN

IS FOR PRICING ONLY.

MAIN GATE

/ VISITORS

CENTER

VICINITY MAP

KEESLER AIR FORCE BASE

BILOXI

OCEAN

SPRINGS

GULFPORT

BAY ST. LOUIS 20 MI.

NEW ORLEANS LA. 100 MI.

PASCAGOULA 20 MI.

MOBILE AL. 50 MI.

MISSISSIPPI SOUND

1. ALL DRAWINGS ARE DIAGRAMMATIC AND ARE INTENDED TO QUANTIFY THE

MATERIALS SPECIFIED AND INDICATE THEIR INTENDED RELATIONSHIP TO EACH

OTHER. THE DRAWINGS ARE NOT TO BE SCALED. THE VARIOUS SCALES USED ON

THE DRAWINGS MAY NOT ALLOW FOR ALL THE FITTINGS, OFFSETS, AND

ACCESSORIES THAT MAY BE REQUIRED TO COMPLETE THE WORK. THE

CONTRACTOR SHALL CAREFULLY INVESTIGATE THE CONDITIONS THAT WOULD

AFFECT THE WORK TO BE PERFORMED AND SHALL ARRANGE SUCH WORK AS

NECESSARY TO COMPLY WITH THE INTENT OF THE CONSTRUCTION CONDITIONS.

2. THIS PROJECT DOES NOT CONTAIN ASBESTOS MATERIAL IN THE CONSTRUCTION

AREA.

3. THIS PROJECT DOES NOT CONTAIN LEAD BASE PAINT MATERIAL IN THE

CONSTRUCTION AREA.

GENERAL NOTES

ADA / ABA DIAGRAMS GENERAL NOTES

THE OVERALL INTENT OF THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT IS FOR IT TO BE

IN FULL COMPLIANCE WITH THE 2010 ADA/ABA IN ITS ENTIRETY. ITEMS, DIMENSIONS, AND

CLEARANCES SHOWN ON THESE DIAGRAMS ARE TYPICAL PROJECT CONDITIONS AND ARE NOT

TO BE ALL INCLUSIVE, NOR MAY THEY ALL BE APPLICABLE FOR THIS SPECIFIC PROJECT. THEY

ARE SHOWN FOR GENERAL REFERENCE PURPOSES ONLY DEPICTING THE MINIMUM

REQUIREMENTS ALLOWED BY THE 2010 ADA/ABA STANDARDS FOR ACCESSIBLE DESIGN

(ADA/ABA). THESE DRAWINGS DO NOT REPRESENT A COMPLETE LISTING OF GUIDELINES OR

STANDARDS NECESSARY TO MEET THE 2010 ADA/ABA ACCESSIBILITY CODE REQUIREMENTS FOR

THIS PROJECT. IF A SITUATION ARISES DURING CONSTRUCTION WHERE A DISCREPANCY OCCURS

BETWEEN A DESIGNED DETAIL OR A BUILT CONDITION AND THE MINIMUM REQUIREMENTS SET

FORTH BY THESE DIAGRAMS OR ANY DIAGRAM IN THE 2010 ADA/ABA, IT IS THE CONTRACTOR'S

RESPONSIBILITY TO CONTACT THE CONTRACTING OFFICER TO ASSIST WITH MAKING A

RESOLUTION PRIOR TO MOVING FORWARD WITH CONSTRUCTION OF THE AFFECTED AREA.

APPROVEDDRAWN

AIR EDUCATION AND TRAINING

COMMAND

DATEREVISION

UNITED STATES AIR

FORCE

MISSISSIPPI

FACILITY NUMBER:

SHEET OF

DRAWING NUMBER:

BILOXI

RECOMMENDED:

(Chief ofEngineering)

SUBMITTED:

(Chief of Contracts Design)

SHEET NAME:PROJECT NUMBER:

CHECKED: DATE:

DRAWN:

OFFICE OF CIVIL

ENGINEERS

KEESLER AIR FORCE BASE

G. REED

B1002

A

A R C H I T E C T S

1091 TOMMY MUNRO DR.

BILOXI, MS 39532

Telephone: 228.594.2323 www.egh.ms

STAMPENGINEERARCHITECT

FIRE PROTECTION

ENGINEERING:

I.C. THOMASSON &

ASSOCIATES, INC.

MECHANICAL,

ELECTRICAL, &

TELECOMM ENGINEER:

DELL CONSULTING, LLC

2 3 4 5 6 7 8 9 10

B

C

D

E

F

G

A

B

C

D

E

F

G

1 2 3 4 5 6 7 8 9 10

KLK 74

HAS

2/20/24

MAHG 17-1095

MAHG 171095 REPAIR

STENNIS HALL

DRAWINGS INDEX &

PROJECT INFORMATION G001

INDEX - GENERAL

G000 TITLE SHEET

G001 DRAWINGS INDEX & PROJECT INFORMATION

G002 SURVEY

G003 SITE PLAN

G004 PHASING PLAN

INDEX - ARCHITECTURAL

A100 OVERALL FLOOR PLANS

A105 ENLARGED RENOVATION PLANS - MECHANICAL

ROOMS - 1ST FLOOR

A106 ENLARGED RENOVATION PLANS - MECHANICAL

ROOMS - 2ND FLOOR

A107 1ST FLOOR ENLARGED RENOVATION PLANS -

RESTROOMS

A108 2ND FLOOR ENLARGED RENOVATION PLANS -

RESTROOMS & ELEV.

INDEX - FIRE PROTECTION

FD001 LEGENDS - FIRE PROTECTION

FD100 OVERALL DEMOLITION PLANS

FD105 ENLARGED DEMOLITION PLANS- MECHANICAL

ROOMS - 1ST FLOOR

FD106 ENLARGED DEMOLITION PLANS- MECHANICAL

ROOMS - 2ND FLOOR

FX100 OVERALL FLOOR PLANS

FX105 ENLARGED RENOVATION PLANS -

MECHANICAL ROOMS - 1ST FLOOR

FX106 ENLARGED RENOVATION PLANS- MECHANICAL

ROOMS - 2ND FLOOR

INDEX - MECHANICAL

M001 LEGEND, NOTES & ABBREVIATIONS

M101 1ST FLOOR NORTH - DEMOLITION

M102 1ST FLOOR SOUTH - DEMOLITION

M103 2ND FLOOR NORTH - DEMOLITION

M104 2ND FLOOR SOUTH - DEMOLITION

M111 1ST FLOOR NORTH - HVAC

M112 1ST FLOOR SOUTH - HVAC

M113 2ND FLOOR NORTH - HVAC

M114 2ND FLOOR SOUTH - HVAC

M401 ENLARGED 1ST FLOOR PLAN - DEMOLITION

M402 ENLARGED 2ND FLOOR PLAN - DEMOLITION

M411 ENLARGED PLANS AND SECTIONS- HVAC

M412 ENLARGED PLANS AND SECTIONS- HVAC

M413 ENLARGED PLANS AND SECTIONS- HVAC

M414 ENLARGED PLANS AND SECTIONS- HVAC

M501 DETAILS

M601 SCHEDULES

M602 SCHEDULES

M603 SCHEDULES

M604 SCHEDULES

M701 CONTROLS

M702 CONTROLS

M703 CONTROLS

M704 CONTROLS

INDEX - PLUMBING

P001 LEGEND, SCHEDULES AND DETAILS

P101 1ST FLOOR NORTH - DEMOLITION

P102 1ST FLOOR SOUTH - DEMOLITION

P103 2ND FLOOR NORTH - DEMOLITION

P104 2ND FLOOR SOUTH - DEMOLITION

P111 1ST FLOOR NORTH - PLUMBING

P112 1ST FLOOR SOUTH - PLUMBING

P113 2ND FLOOR NORTH - PLUMBING

P114 2ND FLOOR SOUTH - PLUMBING

INDEX - ELECTRICAL

E001 LEGEND, NOTES & ABBREVIATIONS

E101 1ST FLOOR NORTH - DEMOLITION

E102 1ST FLOOR SOUTH - DEMOLITION

E103 2ND FLOOR NORTH - DEMOLITION

E104 2ND FLOOR SOUTH - DEMOLITION

E111 1ST FLOOR NORTH - LIGHTING

E112 1ST FLOOR SOUTH - LIGHTING

E113 2ND FLOOR NORTH - LIGHTING

E114 2ND FLOOR SOUTH - LIGHTING

E121 1ST FLOOR NORTH - POWER & FIRE ALARM

E122 1ST FLOOR SOUTH - POWER & FIRE ALARM

E123 2ND FLOOR NORTH - POWER & FIRE ALARM

E124 2ND FLOOR SOUTH - POWER & FIRE ALARM

E201 ELEVATIONS

E501 DETAILS

E601 SINGLE LINE DIAGRAMS - DEMOLITION

E602 SINGLE LINE DIAGRAMS - NEW WORK

E701 SCHEDULES

E702 SCHEDULES

E703 SCHEDULES

INDEX - LIFE SAFETY

LS100 OVERALL LIFE SAFETY PLANS

INDEX - DEMOLITION

AD100 OVERALL DEMO PLANS

AD105 ENLARGED DEMOLITION - MECHANICAL ROOMS

- 1ST FLOOR

AD106 ENLARGED DEMOLITION PLANS - MECHANICAL

ROOMS - 2ND FLOOR

AD107 ENLARGED DEMOLITION PLANS & RCPS - 1ST

FLOOR RESTROOMS

AD108 ENLARGED DEMOLITION PLANS & RCPS - 2ND

FLOOR RESTROOMS

AD120 RESTROOM DEMOLITION PHOTOS

AD121 ELEVATOR & MECH ROOM DEMOLITION

PHOTOS

( SHEETS ARE BEST PRINTED IN COLOR)

SCO

SCO

S S

S S

20"20" Oak 20"

Oak 36"

Oak 16"

Oak 16"

Oak 16"

Oak 30"

Oak 20"

Oak 12"

Oak 12"

Oak 12"

GV

GV

GV

GV

T

E

E

E

T

T

18.35 18.08

17.88 17.4617.4417.6017.84

17.8717.8017.3717.1617.33

18.07

18.25

18.98 19.18

18.56

18.43

18.53 18.4518.0617.9618.0518.41

18.59

19.3218.9118.98

19.11

19.37

18.03 18.25

18.32 18.50

18.62 18.76

19.17 19.15

19.15

19.39

19.24

19.00

18.86

18.60

18.49

18.65

17.19 17.03

18.14

17.97 17.94

17.9117.5217.80

17.49

17.96

17.8917.7617.46

17.93

18.08 18.21

17.86 18.29

18.31 18.51

18.99 19.08

19.48

19.0318.6218.52 18.94

18.78

19.51 19.44

19.34 19.48

19.8519.2518.9219.1519.54

19.62 19.58

18.7419.40 19.61

20.07

19.35 18.70

18.60 19.80

19.74 19.33

19.39 19.38 19.76

19.65 19.40

19.46 19.30

19.28 19.33

19.31

19.42 19.34

19.70 19.96

19.6019.8619.8619.8319.78 19.8119.56

19.88 19.49

19.45 18.28

18.2818.28 18.27

18.42

18.58

18.58

18.38

18.01

17.65

17.75

18.46 18.73

18.97 19.12

19.31

18.80

19.26

18.52

18.30

18.11 17.9918.12

17.93

18.0318.16

18.56

18.73 18.98

19.20

19.29

19.30

18.82

19.26

19.53

19.8819.80 19.58

19.2819.24 19.2119.27

19.5318.96

19.2119.06

19.11 19.39

19.0919.0119.04 19.18

19.09

19.29

19.46 19.38

19.14

19.22 19.42

19.79

19.59 19.34

19.66 19.40

19.78 19.54

19.80 19.42

19.58 19.46

19.22

18.76

18.24 18.72

18.55

18.44

18.42

18.26 18.07

18.50 18.76

18.45

17.87 17.90

18.30 18.71

18.24

18.56 18.73

18.23 18.48

18.97 18.54

18.58

18.4418.63 18.83

18.93

18.94

18.60 18.49 18.96 18.67

18.86 18.56

18.21

18.17 18.2818.58

18.2118.56 18.51

18.2818.43

18.89

18.64

18.55 18.53

19.22 19.62

19.08

18.73 18.71

19.18

20.00 19.84

18.33

18.53 18.4618.48

18.55 18.79

19.34

19.80

20.39 20.76

18.75

18.82 19.15 18.95

18.77

18.93

19.49

20.38

20.55 20.76

19.90

19.10

18.81 19.01

20.10 20.22

19.07

18.94

19.08

19.2219.36

19.34

19.11

19.01

19.66 19.61

20.40

19.70

19.33

19.23

19.11

19.29 18.90

19.37 19.21

19.43

19.70 19.7219.38

19.59

19.16

19.40 19.28

19.67

20.04 19.84

19.33 19.02

19.11

19.43 20.00

19.94 19.27

19.44 19.77

19.86

19.09

19.11 20.01

20.0419.16

18.31 17.93

17.94

18.44

19.21

19.33 19.4019.14

18.43 18.07

18.06

18.38 18.16

18.66 18.75

18.37 18.34

18.95

18.98 18.88 18.98 18.68

18.55

19.29

18.88 18.97

19.13

19.10 19.03

19.24

19.53

20.03 20.31

20.72 20.85

20.97

20.78

20.4820.17

20.33

21.58 21.52

21.25 20.91

20.01

19.5319.17

19.98

20.34 20.47

19.67

18.73

21.60 21.4220.80

20.02 20.0419.90

20.28

20.57

19.78

19.17 18.98

18.75 18.04

18.30 18.91

18.31

18.36 19.08

21.13 20.95

21.26

21.60 21.6221.04

21.10

20.87 20.52

20.80 20.64

18.30

21.57

21.5620.40 19.98

20.38 21.57

19.80 19.07

19.80

18.95 20.15

20.21

20.27 20.17

20.6920.91

21.02

20.24

20.28

19.5618.49

18.59

18.60 19.77

19.86

19.50

19.97 20.22

20.20 20.7920.63

20.52 21.00

21.61

19.95

19.40 18.6118.85

19.03 18.5218.0417.9918.1618.48

19.89

20.02

20.79

20.61

20.51

20.27

20.21 20.05

20.07 19.72 19.61

19.26 18.54

18.72

18.75

18.95 19.46

19.67 19.52

19.50

20.35 20.14

20.35

20.44 20.89

20.90 20.93

20.30

20.68 20.06

21.18

21.33

21.0621.03

20.53

20.3120.58

21.56 21.5121.69

21.70

21.57

20.36 20.39

20.16 20.16

19.98

19.71

21.31

21.15 20.92

20.72 20.41

21.07

21.22

21.17 21.08

21.3821.5921.68 21.63

21.63 21.6321.64

19.60 19.5119.66 19.64

19.66 23.67 23.6523.68

21.34

19.21

19.1319.21

19.11 19.09 19.02 19.17

19.18

19.51

19.24 19.50

19.42 19.33

19.14 19.26

19.05

19.34 19.20

19.25 18.8119.06

19.28 18.45

18.24

17.92

17.79

17.97

21.60

21.0820.90 20.17

21.27

21.71 20.4420.16

20.43 19.97

20.04 20.41

21.16

20.30 19.94

20.63

20.48 20.11

20.67 20.09 20.00 19.99

21.23

20.94

21.61 21.42

20.98 20.83

20.30

20.2319.85

19.69

19.72

19.82

19.90 19.66

19.57

19.55 19.60

19.54

19.37

19.54 19.72

19.56 19.4319.9520.1820.32

20.32

20.38 20.28

19.99 19.7419.49

19.49 19.73

19.9620.26 20.44 20.4920.3920.68

WV

WV

DY

H WV

WV

WV

WV

WV

DY

H

DY

H

WV

WV

DY

HWV

WV

PIV

WV

FDC

WV

T

T

T T

CRF TICE

10" CREPE MYRTLE DRAINAGE INLET

GRATE EL: 18.16

W INV: 14.23

E INV: 14.23

DRAINAGE INLET

GRATE EL: 18.50

W INV: 14.07

SE INV: 14.00

12" Concrete Pipe 15" Concrete Pipe 15" Concrete Pipe

DRAINAGE INLET

GRATE EL: 18.62

W INV: 15.57

DRAINAGE INLET

GRATE EL: 18.01

E INV: 15.26

NW INV: 14.81

12"

CMP

D

STORM MANHOLE

GRATE EL: 20.32

SE INV: 14.42

W INV: 14.42

15" Concrete Pipe

DRAINAGE INLET

GRATE EL: 18.77

E INV: 13.95

S INV: 13.77

W INV: 13.79

DRAINAGE INLET

GRATE EL: 18.09

E INV: 14.13

W INV: 14.26

D 15" Concrete Pipe

" C on c r e t e

P i p e

18" Concrete Pipe

18" Concrete Pipe

SANITARY MANHOLE

TOP EL: 19.24

BOTTOM: 15.30

SANITARY MANHOLE

TOP EL: 19.26

BOTTOM: 13.96

SANITARY MANHOLE

TOP EL: 17.78

BOTTOM: 9.10 SANITARY MANHOLE

TOP EL: 19.22

BOTTOM: 8.00

18" Concrete Pipe

T

E

T

GV

WV

DY

H

FDC

PIV

D

S

SCO

CRF

PROPERTY DESCRIPTION:

A PARCEL OF LAND, BEING A PORTION OF SECTION29-TOWNSHIP 7

SOUTH-RANGE 9 WEST, LYING WITHIN HARRISON COUNTY, MISSISSIPPI.

SURVEY NOTES:

1. TYPE OF SURVEY: TOPOGRAPHICAL (SPECIFIC PURPOSE) SURVEY

2. THIS PROPERTY MAY BE SUBJECT TO BUILDING SETBACKS AND OTHER

RESTRICTIONS BY GOVERNING BODY.

3. THIS SURVEY DOES NOT INCLUDE THE IDENTIFICATION OR LOCATION

OF WETLANDS OR OTHER ENVIRONMENTALLY SENSITIVE AREAS.

4. BY GRAPHIC PLOTTING ONLY, THE SURVEYED PROPERTY IS LOCATED

IN ZONE "X" SHADED AS PER F.I.R.M. MAP NO. 28047C0291G, DATED

6/16/2009.

SURVEYOR'S CERTIFICATION :

I, MATTHEW C. ROBERTS, A LICENSED PROFESSIONAL LAND SURVEYOR IN THE

STATE OF MISSISSIPPI, HEREBY STATE THAT ALL PARTS OF THIS SURVEY AND

DRAWING HAVE BEEN COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS

OF THE STANDARDS OF PRACTICE FOR SURVEYING IN THE STATE OF

MISSISSIPPI TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF, AND

THE SURVEY SHOWN HEREON IS A PLAT OF THE PREVIOUSLY DESCRIBED

PROPERTY.

I FURTHER STATE THAT THE BUILDING/FOUNDATION NOW ERECTED ON SAID

LOT ARE WITHIN THE BOUNDARIES OF SAME AND THAT THERE ARE NO

ENCROACHMENTS BY ADJOINING PROPERTY, EXCEPT AS SHOWN; THAT THERE

ARE NO RIGHTS OF WAY, EASEMENTS, OR JOINT DRIVEWAYS OVER OR ACROSS

SAID LOT, VISIBLE ON THE SURFACE, EXCEPT AS SHOWN; THAT THERE ARE NO

CEMETERIES, STREAMS, RIVERS, PONDS, OR LAKES VISIBLE ON THE SURFACE

OF SAID LOT, EXCEPT AS SHOWN; THAT THERE ARE NO ELECTRIC OR

TELEPHONE WIRES OR STRUCTURES OR SUPPORTS THEREFOR, INCLUDING

POLES, ANCHORS, AND GUY WIRES ON OR OVER SAID LOT, EXCEPT AS SHOWN;

THAT ALL FENCES AND OTHER IMPROVEMENTS, VISIBLE ON THE SURFACE OF

SAID LOT, ARE SHOWN UNLESS OTHERWISE STATED HEREON; THAT THE SCALE

OF DRIVES, WALKS, FENCES, ETC. ARE IN SOME INSTANCES EXAGGERATED FOR

THE PURPOSE OF SHOWING DETAIL; THAT THIS DRAWING DOES NOT REFLECT

ANY TITLE OR EASEMENT RESEARCH OTHER THAN WHAT IS VISIBLE ON THE

GROUND OR PROVIDED BY THE CLIENT'S CONVEYANCE

MATTHEW C. ROBERTS, PLS DATE

MISSISSIPPI REG. NO. 3178

THIS SITE

H Street

G Street

1s t

St re et

2n d

St re et

Meadows Drive

E Street

Fisher Street

3r d

St re et

STORM DRAIN

SANITARY SEWER

WATER LINE

FIRE HYDRANT

WATER VALVE

TELEPHONE BOX

DRAINAGE INLET

SIGN

LIGHT POLE

STORM DRAINAGE MANHOLE

SANITARY MANHOLE

SANITARY CLEANOUT

UNDERGROUND POWER

GAS VALVE

GAS METER

10.00 EX. SPOT ELEVATION

GAS LINEGAS

BOLLARD

OAK TREE

PINE TREE

UP

W

SAN

POST INDICATOR VALVE

FIRE DEPT. CONNECTION

MANHOLE ELECTRIC

MANHOLE TELEPHONE

CENTERLINE

HANDICAP PARKING SPACE

CAPPED REBAR FOUND

CONCRETE SURFACE

LEGEND:

CREPE MYRTLE

VICINITY MAP

Biloxi, Mississippi

STORM

MANHOLE

TOP EL: 18.28

INACCESSIBLE

16 16

G STREET

H STREET

FI

RS

T S

TR

EE

T

STENNIS HALL

2-STORY CONCRETE BUILDING

8" CONCRETE HEADWALL

8" CONCRETE HEADWALL

8" CONCRETE HEADWALL

8" CONCRETE HEADWALL

8" CONCRETE HEADWALL

8" PVC Pipe 8" PVC Pipe 8" PVC Pipe

8" PVC

Pi pe

6" PV C

Pi pe

10" PVC Pipe 10" PVC Pipe 10" PVC Pipe 10" PVC Pipe

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

OVERHANGOVERHANG

OVERHANG

CONCRETECONCRETE

CONCRETE

CONCRETE

SIGN

10"

CONCRETE

WALL

10"

CONCRETE

WALL

AC

CHILLER

BUILDING

FFE:

19.82

ASPHALT SURFACE

ASPHALT SURFACE

ASPHALT SURFACE

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

CONCRETE

CONCRETE

CONCRETE

CONCRETE

CONCRETE

CONCRETE

CONCRETE

CONCRETE

FFE STAIRS:

21.74

FFE: 21.72

FFE: 21.65

CROSSWALK

CROSSWALK

CROSSWALK

CONCRETE

10"

CONCRETE

WALL

TRANSFORMER

TRANSFORMER

INACCESSIBLE

SCALE: 1" = 30'

Feet

0 30 60

APPROVEDDRAWN

AIR EDUCATION AND TRAINING

COMMAND

DATEREVISION

UNITED STATES AIR

FORCE

MISSISSIPPI

FACILITY NUMBER:

SHEET OF

DRAWING NUMBER:

BILOXI

RECOMMENDED:

(Chief ofEngineering)

SUBMITTED:

(Chief of Contracts Design)

SHEET NAME:PROJECT NUMBER:

CHECKED: DATE:

DRAWN:

OFFICE OF CIVIL

ENGINEERS

KEESLER AIR FORCE BASE

G. REED

B1002

A

A R C H I T E C T S

1091 TOMMY MUNRO DR.

BILOXI, MS 39532

Telephone: 228.594.2323 www.egh.ms

STAMPENGINEERARCHITECT

FIRE PROTECTION

ENGINEERING:

I.C. THOMASSON &

ASSOCIATES, INC.

MECHANICAL,

ELECTRICAL, &

TELECOMM ENGINEER:

DELL CONSULTING, LLC

2 3 4 5 6 7 8 9 10

B

C

D

E

F

G

A

B

C

D

E

F

G

1 2 3 4 5 6 7 8 9 10

KLK 74

HAS

2/20/24

MAHG 17-1095

MAHG 171095 REPAIR

STENNIS HALL

SURVEY G002

SURVEY PROVIDED BY GULF STATES ENGINEERING, INC.

X XX

X

X X X X X X X X X

X X

X X

X X

X X

X X

X X

X X

X X

X XX X X X X

X X

X X

X X

X XX X

X X X X X X

X X

XXX

X

X X

X XX X X

X XXX

X

XXXX

X XX X XX X X X X

X X

X X

X

X X

X

X X

X X

X X

X X

X

X X

X

X X

X X

X X

X X

X

X X

X

X X

X X

1. CONTRACTOR IS RESPONSIBLE FOR REPLACING ANY EXISTING SOD THAT IS

DAMAGED DURING THE SCOPE OF THIS PROJECT. ANY SOD REPLACED MUST

MATCH EXISTING SOD TYPE AND MUST BE ESTABLISHED FULLY BEFORE PROJECT

CLOSE OUT. ALL INSTALLED SOD MUST BE PROPERLY GRADED & ALLOW FOR

POSITIVE DRAINAGE IN DIRECTION OF EXISTING DRAINAGE FLOW (AWAY FROM

BUILDING).

2. THE CONTRACTING OFFICER HAS FULL RIGHT OF REFUSAL ON ALL ITEMS AND

MATERIAL CONTAINED WITHIN THE CONTRACT LIMITS.

3. CONTRACTOR IS TO ENSURE ALL WORK AREAS ARE CLEANED AT THE END OF

EACH WORK DAY.

4. CONTRACTOR SHALL PROTECT ALL EXISTING TREES/ LANDSCAPING WITHIN AREAS

OF WORK. CONTRACTOR SHALL REPLACE ANY TREES/ LANDSCAPING DAMAGED BY

CONTRACTORS DURING EXTENTS OF PROJECT.

5. CONTRACTOR SHALL PROTECT ALL EXIST. CONCRETE SIDEWALKS/ PAVEMENT AND

ALL EXIST. ASPHALT TO REMAIN DURING CONSTRUCTION.

6. CONTRACTOR TO PATCH/ REPAIR/ REPLACE CONCRETE/ ASPHALT DAMAGED

DURING DURATION OF PROJECT TO MATCH EXIST. CONDITIONS OR BETTER.

7. PATCH AND REPAIR ABUTTING SURFACES OF DEMOLITION ITEMS THAT ABUT TO

EXISTING COMPONENTS OUTSIDE THE LIMITS OF WORK.

8. FINAL SITE CLEANING: THE SITE SHALL BE CLEAR OF ALL DEBRIS, DEMOLITION

RELATED AND NON-RELATED (SITE TRASH).

GENERAL NOTES - ARCH. SITE PLAN

EXISTING BLDG TO

BE RENOVATED

LEGEND

PROJECT LIMITS

EXISTING TREE

TO REMAIN

LAYDOWN AREA WITH

CONSTRUCTION FENCING

8 FT TALL CONSTRUCTION FENCING

EXISTING CONCRETE

TO REMAIN

EXISTING ASPHALT

TO REMAIN

SOD/ SEED

8" CONCRETE HEADWALL

GRASS

WV

GV

GV

WVWV

WV

WV

WV WV

WVWV

GRASS

CROSSWALK

CROSSWALK

CROSSWALK

PIV

G STREET

PIV

STENNIS HALL

(BLDG 1002)

MAINTAIN CLEAR

DRIVE LANE

LOADING

DOCK

LAYDOWN

AREA

CONSTRUCTION

ACCESS

1S T

ST

RE

ET

H ST.

NEW CONDENSING

UNIT - SEE MECHCONTRACTOR TO INSTALL SOD

AROUND NEW MECH UNIT PAD;

SLOPE AWAY FROM BUILDING &

PAD; TIE INTO EXISTING GRADES

- 1

0'

- 0

+/- 23' - 0"

LAYDOWN

AREA

CONSTRUCTION

ACCESS

1. ALL CONSTRUCTION ACTIVITIES THAT AFFECT AREAS OUTSIDE OF THE FENCED

CONSTRUCTION SITE AS SHOWN SHALL BE APPROVED BY CONTRACTING OFFICER.

2. BUILDING WILL REMAIN OPERATIONAL DURING THE ENTIRE DURATION OF

CONSTRUCTION. CONTRACTOR SHALL NOTIFY AND COORDINATE WITH

CONTRACTING OFFICER UNDER ANY CIRCUMSTANCES THAT MAY AFFECT TRAFFIC

AND MOVEMENT OF PEOPLE AROUND THE BUILDING.

3. A PORTION OF THE EXISTING PARKING SHALL BE USED FOR CONSTRUCTION

ACTIVITIES. THIS INCLUDES LAYDOWN AND CONTRACTOR PARKING. ADDITIONAL

AREA REQUESTS ARE TO BE REVIEWED & APPROVED BY THE CONTRACTING

OFFICER.

4. CONTRACTOR TO PROVIDE PLAN TO CONTRACTING OFFICER PRIOR TO

COMMENCING WORK. PLAN TO INCLUDE FENCE LOCATION, ACCESS POINTS,

DUMPSTERS, JOB TRAILER, PORTA POTTIES, ETC. LAYOUT PLAN TO BE APPROVED

BY CONTRACTING OFFICER.

CONSTRUCTION ACTIVITIES NOTES

TEMPORARY

FENCING

TEMPORARY

FENCING

DR

IP

LI

NE

1. PROTECTION ZONE SHALL BE TO THE DRIPLINE OF THE TREE. FOR SMALL CALIPER

TREES, THE PROTECTION ZONE SHALL BE 6 FOOT MINIMUM DIAMETER.

2. TEMPORARY FENCING SHALL BE PLACED AT THE DRIPLINE OF THE TREE TO BE

SAVED. FENCE SHALL COMPLETELY ENCIRCLE THE TREE(S). TO INSTALL FENCE

POSTS, AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS.

3. THERE SHALL BE NO SOIL DISTURBANCE UNDER THE DRIP LINE OF TREES TO BE

PRESERVED.

4. NO EQUIPMENT OR MACHINERY SHALL BE USED WITHIN THE PROTECTION ZONE.

WORK WITHIN THE PROTECTION ZONE SHALL BE DONE MANUALLY.

5. NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE IS ALLOWED

WITHIN THE LIMIT OF THE PROTECTION ZONE.

6. SOD ALL LAWN AREAS DISTURBED OR DAMAGED BY CONSTRUCTION ACTIVITY. NO

PARKING OR LAYDOWN ALLOWED BENEATH DRIPLINES OF EXISTING TREE

CANOPIES EXCEPT WHEN LAYDOWN OCCURS IN AREAS WITH EXISTING ASPHALT.

TREE PROTECTION NOTES

APPROVEDDRAWN

AIR EDUCATION AND TRAINING

COMMAND

DATEREVISION

UNITED STATES AIR

FORCE

MISSISSIPPI

FACILITY NUMBER:

SHEET OF

DRAWING NUMBER:

BILOXI

RECOMMENDED:

(Chief ofEngineering)

SUBMITTED:

(Chief of Contracts Design)

SHEET NAME:PROJECT NUMBER:

CHECKED: DATE:

DRAWN:

OFFICE OF CIVIL

ENGINEERS

KEESLER AIR FORCE BASE

G. REED

B1002

A

A R C H I T E C T S

1091 TOMMY MUNRO DR.

BILOXI, MS 39532

Telephone: 228.594.2323 www.egh.ms

STAMPENGINEERARCHITECT

FIRE PROTECTION

ENGINEERING:

I.C. THOMASSON &

ASSOCIATES, INC.

MECHANICAL,

ELECTRICAL, &

TELECOMM ENGINEER:

DELL CONSULTING, LLC

2 3 4 5 6 7 8 9 10

B

C

D

E

F

G

A

B

C

D

E

F

G

1 2 3 4 5 6 7 8 9 10

KLK 74

HAS

2/20/24

MAHG 17-1095

MAHG 171095 REPAIR

STENNIS HALL

SITE PLAN G0031/16" = 1'-0"A109G003

1 SITE PLAN

NOT TO SCALEG003

2 TYPICAL TREE PROTECTION DETAIL

4NO

RT

H

SCALE: 1/16"=1'-0"

0'16' 16' 32'

DN

DN

DN

MECHANICAL

ELECTRICAL

101A

AUDITORIUM

102/103

OFFICE

STO

104A

OFFICE

105C

OFFICE

105A

OFFICE

105B

CONFERENCE

OFFICE

I.T.

OFFICE

109A

I.T.

109BOFFICE

STAFF

111A

STAFF

111B

OFFICE

CONFERENCE

OFFICE

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

BREAK ROOM

MECHANICAL

ELECTRICAL

120A

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

BREAK ROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

RESTROOM

155B

RESTROOM

140B

COMM

COMM

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

RESTROOM

140A

BREAK AREA

CLASSROOM

CLASSROOM

OFFICE

MECHANICAL

ELECTRICAL

146A

OFFICE

148B

OFFICE

147B

OFFICE

147A

CLO

I.T.

148A

CLASSROOM

CLASSROOM

152 INSTRUCTOR

154A

STORAGE

154B

STORAGE

154C

OFFICE

154D

ENTRY

OFFICE

154E

OFFICE

CLO

MECHANICAL

ELECTRICAL

163A

RISER

163B

MECHANICAL

CLO

OFFICE

157A

OFFICE

157B

STO

OFFICE

153B

STORAGE

153C

CLASSROOM

CLASSROOM

CLASSROOM

CLO

OFFICE

141A

OFFICE

141B

OFFICE

139C

STORAGE

ELEV EQUIP

RESTROOM

155A

T T

+/- 40 SF

R1

R7

R2

R2

ELECTRICAL

204B

MECHANICAL

204A

CLASSROOM

204C

CLASSROOM

OFFICE

OFFICE

CLASSROOM

OFFICE

210A

STOR

210B

OFFICE

210COFFICE

210D

RESTROOM

STORAGE

CONF ROOM

228A

CLASSROOM

CLO

228B

COMM

ELEC

BREAK ROOM

RESTROOM

CONFERENCE

ROOM

OFFICE

STORAGE

222B

STORAGE

222A

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

MEETING

222C

MECHANICAL

221A

ELECTRICAL

221B

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

COMM

CLASSROOM

CORRIDOR

OFFICE

OFFICE

RESTROOM

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

CLASSROOM

MECHANICAL

246A

ELECTRICAL

246B

OFFICE

OFFICE

CLASSROOM

CLASSROOM

252A

STOR

253A

STOR

252B

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

MECHANICAL

263A

ELECTRICAL

263B

CLASSROOM

CLASSROOM

CLASSROOM

OFFICE

OFFICE

251A

CLASSROOM

255A

BREAK ROOM

250A

CLASSROOM

248A

CLASSROOM

CLASSROOM

232A

CLASSROOM

229A

CLASSROOM

227A

STOR

248B

STOR

STOR

250B

STOR

232B

STOR

255B

STOR

229B

STOR

251B

STOR

227B

RESTROOM

258A

RESTROOM

258B

CORRIDOR

258C

SECURE AREAS / SECURE BOUNDRY

PHASING PLAN LEGEND

EXISTING WALL

NEW COMPUTER ROOM UNIT - SEE MECH

NEW AIR HANDLING UNIT - SEE MECH

TEMP HVAC REQUIRED - SEE MECH

GENERAL NOTES - PHASING PLAN

1. THE ENTIRE SECOND FLOOR WILL BE PROVIDED TO THE

CONTRACTOR FIRST FOR HVAC QUADRANT AND RESTROOM

WORK.

2. THE CONTRACTOR IS TO COMPLETE THE SECOND FLOOR

HVAC QUADRANT MECHANICAL ROOM WORK PRIOR TO

WORK ON THE FIRST FLOOR HVAC QUADRANT MECHANICAL

ROOMS. THE ENTIRE FIRST FLOOR WILL BE PROVIDED AT

ONE TIME.

3. RESTROOM WORK TO OCCUR AT THE SAME TIME AS THE

PHASE OF THE HVAC QUADRANT MECHANICAL ROOM WORK.

4. REPLACEMENT OF THE CRACS (CRAC UNITS -6,-7,-8,-9,-10-11)

MAY OCCUR PRIOR TO WORK ON THE FIRST FLOOR

QUADRANT HVAC ROOMS. THE CONTRACTOR IS TO

COORDINATE WITH THE CONTRACTING OFFICER.

5. PENETRATIONS FROM THE SECOND FLOOR TO THE FIRST

FLOOR ARE TO BE COMPLETED DURING THE SECOND FLOOR

WORK; INCLUDING ALL SECURITY REQUIREMENTS OF THE

DUCTWORK.

6. THE SWITCH GEAR NEEDS TO BE INSTALLED BEFORE THE

FOLLOWING CAN OCCUR:

a. ELEVATOR REFURBISHMENT

b. CHILLER REPLACEMENT/ INSTALLATION

c. 1ST FLOOR NORTHWEST QUADRANT

MECHANICAL ROOM REFURBISHMENT

d. REPLACEMENT OF CRAC

UNITS -1, -2, -3, -4, -5, -12, -13, -14, -1.1

e. THE ENTIRE BUILDING WILL BE DOWN DURING

THE REPLACEMENT OF THE SWITCHBOARD (MAX

OF 7 DAYS – TO OCCUR BETWEEN DECEMBER 22

AND JANUARY 5)

7. ONE CHILLER CAN BE TAKEN DOWN AT A TIME; THE OTHER

CHILLER NEEDS TO REMAIN FULLY OPERATIONAL.

8. BACKUP DX HVAC UNITS ARE TO BE PROVIDED IN THE

CENTRAL ELECTRICAL/COMM ROOMS 131, 132, 230 & 231

DURING WORK ON THE CHILLERS AND THE WORK PHASE

FOR THAT SPECIFIC FLOOR.

9. A NEW ELECTRICAL SUBPANEL IN THE 1ST FLOOR

NORTHWEST QUADRANT IS TO BE FED FROM THE

SOUTHEAST MAIN ELECTRICAL ROOM. ITEM 9 MUST OCCUR

PRIOR TO ITEM 6.C & 6.D.

10. THE REDUNDANT DX CRAC UNIT IN ROOM 109 NEEDS TO BE

INSTALLED BEFORE THE EXISTING ONE IS REPLACED.

11. MULTIPLE EAST QUADRANT CRAC UNITS, TO BE REPLACED,

ARE FED FROM THE WEST SIDE; THE ELECTRICAL WIRING

MUST BE RE-FED THROUGH EXISTING RACEWAYS/CONDUITS.

12. THE BUILDING WILL BE OCCUPIED DURING THE WORK,

INCLUDING SOME OF THE AREAS OF EACH PHASE OF WORK.

COORDINATE WORK SCHEDULE WITH THE CONTRACTING

OFFICER.

13. THE ELEVATOR SYSTEM REFURBISHMENT TO BE COMPLETED

AFTER THE SECOND FLOOR WORK IS COMPLETED.

14. CONTRACTORS WILL BE ESCORTED IN SECURE AREAS

DURING THE WORK. THE GOVERNMENT WILL BE PROVIDING

ESCORTS TO THE CONTRACTOR AT NO EXTRA COST TO THE

CONTRACTOR. THE CONTRACTOR WILL HAVE TO SCHEDULE

WORK/ESCORTS WITH THE CONTRACTING OFFICER 2 WEEKS

IN ADVANCE.

15. EGRESS ROUTES MUST BE MAINTAINED DURING THE WORK

FOR THE OCCUPIED AREAS.

16. WHEN THE FIRE ALARM SYSTEM IS NOT OPERATIONAL, THE

CONTRACTOR IS TO PROVIDE A FIRE WATCH, COORDINATE

OUTAGE WITH BASE FIRE DEPARTMENT AND CONTRACTING

OFFICER.

17. CONSTRUCTION SUBMITTALS OF ASSEMBLIES THAT

PENETRATE THE SECURE BOUNDARY WILL HAVE AN

EXTENDED REVIEW PERIOD. THE CONTRACTOR IS TO

INCORPORATE A 45 REVIEW TIMELINE ON THESE ITEMS.

18. CONTRACTOR TO COORDINATE WITH THE CONTRACTING

OFFICER TO SCHEDULE THE POWER OUTAGE TO THE ENTIRE

FACILITY BETWEEN DECEMBER 21 AND JANUARY 5 TO

MINMIZE IMPACT TO THE TRAINING SQUADRON.

APPROVEDDRAWN

AIR EDUCATION AND TRAINING

COMMAND

DATEREVISION

UNITED STATES AIR

FORCE

MISSISSIPPI

FACILITY NUMBER:

SHEET OF

DRAWING NUMBER:

BILOXI

RECOMMENDED:

(Chief ofEngineering)

SUBMITTED:

(Chief of Contracts Design)

SHEET NAME:PROJECT NUMBER:

CHECKED: DATE:

DRAWN:

OFFICE OF CIVIL

ENGINEERS

KEESLER AIR FORCE BASE

G. REED

B1002

A

A R C H I T E C T S

1091 TOMMY MUNRO DR.

BILOXI, MS 39532

Telephone: 228.594.2323 www.egh.ms

STAMPENGINEERARCHITECT

FIRE PROTECTION

ENGINEERING:

I.C. THOMASSON &

ASSOCIATES, INC.

MECHANICAL,

ELECTRICAL, &

TELECOMM ENGINEER:

DELL CONSULTING, LLC

2 3 4 5 6 7 8 9 10

B

C

D

E

F

G

A

B

C

D

E

F

G

1 2 3 4 5 6 7 8 9 10

KLK 74

HAS

2/20/24

MAHG 17-1095

MAHG 171095 REPAIR

STENNIS HALL

PHASING PLAN G004NO

RT

H

SCALE: 1/16"=1'-0"

0'16' 16' 32' 1/16" = 1'-0"A109G004

1 1ST FLOOR OVERALL PHASING PLAN

1/16" = 1'-0"A109G004

2 2ND FLOOR OVERALL PHASING PLAN

718 SF

MECHANICAL

300 SF/OCC

2.4 OCC

163 SF

ELECTRICAL

300 SF/OCC

0.5 OCC

1393 SF

AUDITORIUM

15 SF/OCC

93 OCC

327 SF

OFFICE

100 SF/OCC

3.3 OCC

324 SF

OFFICE

100 SF/OCC

3.3 OCC

156 SF

OFFICE

100 SF/OCC

1.5 OCC

193 SF

OFFICE

100 SF/OCC

2 OCC

576 SF

CONFERENCE

100 SF/OCC

5.8 OCC

326 SF

OFFICE

100 SF/OCC

3.3 OCC

652 SF

I.T.

300 SF/OCC

2.2 OCC

537 SF

OFFICE

100 SF/OCC

5.4 OCC

806 SF

I.T.

300 SF/OCC

2.7 OCC283 SF

OFFICE

100 SF/OCC

2.8 OCC

1314 SF

STAFF

100 SF/OCC

13 OCC

1352 SF

STAFF

100 SF/OCC

13.5 OCC

208 SF

OFFICE

100 SF/OCC

2 OCC

392 SF

CONFERENCE

100 SF/OCC

4 OCC

252 SF

OFFICE

100 SF/OCC

2.5 OCC

863 SF

CLASSROOM

100 SF/OCC

8.6 OCC

895 SF

CLASSROOM

100 SF/OCC

9 OCC

895 SF

CLASSROOM

100 SF/OCC

9 OCC

815 SF

CLASSROOM

100 SF/OCC

8.1 OCC

462 SF

BREAK ROOM

100 SF/OCC

4.6 OCC

719 SF

MECHANICAL

300 SF/OCC

2.4 OCC

159 SF

ELECTRICAL

300 SF/OCC

0.5 OCC

656 SF

CLASSROOM

20 SF/OCC

32.8 OCC

657 SF

CLASSROOM

20 SF/OCC

32.9 OCC

664 SF

CLASSROOM

20 SF/OCC

33.2 OCC

678 SF

CLASSROOM

20 SF/OCC

33.9 OCC

197 SF

BREAK ROOM

100 SF/OCC

2 OCC

720 SF

CLASSROOM

20 SF/OCC

36 OCC

564 SF

CLASSROOM

20 SF/OCC

28.2 OCC

646 SF

CLASSROOM

20 SF/OCC

32.3 OCC

712 SF

CLASSROOM

20 SF/OCC

35.6 OCC

359 SF

OFFICE

100 SF/OCC

3.6 OCC

346 SF

OFFICE

100 SF/OCC

3.5 OCC

278 SF

OFFICE

100 SF/OCC

2.7 OCC

467 SF

OFFICE

100 SF/OCC

4.7 OCC

227 SF

OFFICE

100 SF/OCC

2.3 OCC

366 SF

BREAK AREA

100 SF/OCC

3.7 OCC

748 SF

CLASSROOM

100 SF/OCC

7.5 OCC

748 SF

CLASSROOM

20 SF/OCC

37.4 OCC

753 SF

OFFICE

100 SF/OCC

7.5 OCC

707 SF

MECHANICAL

300 SF/OCC

2.4 OCC

156 SF

ELECTRICAL

300 SF/OCC

0.5 OCC

192 SF

OFFICE

100 SF/OCC

2 OCC

128 SF

OFFICE

100 SF/OCC

2 OCC

238 SF

OFFICE

100 SF/OCC

2.4 OCC

1315 SF

I.T.

300 SF/OCC

4.4 OCC

646 SF

CLASSROOM

20 SF/OCC

32.3 OCC

646 SF

CLASSROOM

20 SF/OCC

32.3 OCC

1239 SF

INSTRUCTOR

100 SF/OCC

12.4 OCC

658 SF

STORAGE

300 SF/OCC

2 OCC

218 SF

STORAGE

300 SF/OCC

0.7 OCC

514 SF

OFFICE

100 SF/OCC

5.1 OCC

188 SF

OFFICE

100 SF/OCC

1.8 OCC

247 SF

OFFICE

100 SF/OCC

2.5 OCC

621 SF

MECHANICAL

300 SF/OCC

2.1 OCC

531 SF

ELECTRICAL

300 SF/OCC

1.8 OCC

81 SF

RISER

300 SF/OCC

0.3 OCC

1543 SF

MECHANICAL

300 SF/OCC

5.1 OCC250 SF

OFFICE

100 SF/OCC

2.5 OCC

219 SF

OFFICE

100 SF/OCC

2.1 OCC

546 SF

OFFICE

100 SF/OCC

5.5 OCC

188 SF

STORAGE

300 SF/OCC

0.6 OCC

686 SF

CLASSROOM

20 SF/OCC

34.3 OCC

677 SF

CLASSROOM

20 SF/OCC

33.9 OCC

1300 SF

CLASSROOM

20 SF/OCC

65 OCC

250 SF

OFFICE

100 SF/OCC

2.5 OCC

132 SF

OFFICE

100 SF/OCC

1.3 OCC

228 SF

OFFICE

100 SF/OCC

2.3 OCC

223 SF

STORAGE

300 SF/OCC

0.7 OCC

OCC

REQ

PROV

68" 68"

OCC

REQ

PROV

68"

68"

136 SF

STO

100 SF/OCC

1.4 OCC

1975 SF

CLASSROOM

100 SF/OCC

20 OCC

OCCREQPROV

16533"33"

OCC

REQ

PROV165

33"

33"

OCC

REQ

PROV

16533"33"

OCCREQPROV

16533"33"

147 SF

ENTRY

158 SF

ELECTRICAL

300 SF/OCC

0.5 OCC

721 SF

MECHANICAL

300 SF/OCC

2.4 OCC

590 SF

CLASSROOM

20 SF/OCC

29.5 OCC

643 SF

CLASSROOM

20 SF/OCC

32.1 OCC 177 SF

OFFICE

100 SF/OCC

1.8 OCC

430 SF

OFFICE

100 SF/OCC

4.3 OCC

621 SF

CLASSROOM

20 SF/OCC

31 OCC

129 SF

OFFICE

100 SF/OCC

1.3 OCC

111 SF

STOR

100 SF/OCC

1.1 OCC

208 SF

OFFICE

100 SF/OCC

2 OCC266 SF

OFFICE

100 SF/OCC

2.6 OCC

806 SF

STORAGE

300 SF/OCC

2.7 OCC

589 SF

CONF ROOM

100 SF/OCC

5.9 OCC

886 SF

CLASSROOM

20 SF/OCC

44.3 OCC

109 SF

CLO

300 SF/OCC

0.3 OCC

192 SF

COMM

300 SF/OCC

0.6 OCC

375 SF

BREAK ROOM

100 SF/OCC

3.8 OCC

1026 SF

CONFERENCE ROOM

100 SF/OCC

10.2 OCC

406 SF

OFFICE

100 SF/OCC

40.1 OCC

238 SF

STORAGE

300 SF/OCC

0.8 OCC

383 SF

STORAGE

300 SF/OCC

1.3 OCC

916 SF

CLASSROOM

20 SF/OCC

45.8 OCC

912 SF

CLASSROOM

20 SF/OCC

45.6 OCC

912 SF

CLASSROOM

20 SF/OCC

45.6 OCC

912 SF

CLASSROOM

20 SF/OCC

45.6 OCC

720 SF

MEETING

100 SF/OCC

7.2 OCC

727 SF

MECHANICAL

300 SF/OCC

2.4 OCC

156 SF

ELECTRICAL

300 SF/OCC

0.5 OCC

812 SF

CLASSROOM

20 SF/OCC

40.6 OCC

831 SF

CLASSROOM

20 SF/OCC

41.6 OCC

734 SF

CLASSROOM

20 SF/OCC

36.7 OCC

692 SF

CLASSROOM

20 SF/OCC

34.6 OCC

502 SF

CLASSROOM

20 SF/OCC

25 OCC

524 SF

CLASSROOM

20 SF/OCC

26.2 OCC

592 SF

CLASSROOM

20 SF/OCC

29.6 OCC

135 SF

COMM

300 SF/OCC

0.5 OCC

579 SF

CLASSROOM

20 SF/OCC

29 OCC

213 SF

OFFICE

100 SF/OCC

2.1 OCC

212 SF

OFFICE

100 SF/OCC

2.1 OCC

111 SF

OFFICE

100 SF/OCC

1.1 OCC

140 SF

OFFICE

100 SF/OCC

1.4 OCC

142 SF

OFFICE

100 SF/OCC

1.4 OCC

116 SF

OFFICE

100 SF/OCC

1.1 OCC

178 SF

OFFICE

100 SF/OCC

1.8 OCC

178 SF

OFFICE

100 SF/OCC

1.8 OCC

186 SF

OFFICE

100 SF/OCC

1.8 OCC

154 SF

OFFICE

100 SF/OCC

1.5 OCC

780 SF

OFFICE

100 SF/OCC

7.8 OCC

746 SF

CLASSROOM

20 SF/OCC

37.3 OCC

704 SF

MECHANICAL

300 SF/OCC

2.3 OCC

154 SF

ELECTRICAL

300 SF/OCC

0.5 OCC

693 SF

OFFICE

100 SF/OCC

6.9 OCC

731 SF

OFFICE

100 SF/OCC

7.3 OCC

715 SF

CLASSROOM

20 SF/OCC

35.8 OCC

734 SF

CLASSROOM

20 SF/OCC

36.7 OCC

66 SF

STOR

300 SF/OCC

0.2 OCC

66 SF

STOR

300 SF/OCC

0.2 OCC

834 SF

CLASSROOM

20 SF/OCC

41.7 OCC

833 SF

CLASSROOM

100 SF/OCC

8.3 OCC

829 SF

CLASSROOM

20 SF/OCC

41.5 OCC

810 SF

CLASSROOM

20 SF/OCC

40.5 OCC

722 SF

MECHANICAL

300 SF/OCC

2.4 OCC

153 SF

ELECTRICAL

300 SF/OCC

0.5 OCC

739 SF

CLASSROOM

100 SF/OCC

7.4 OCC

744 SF

CLASSROOM

100 SF/OCC

7.4 OCC

776 SF

CLASSROOM

100 SF/OCC

7.8 OCC

409 SF

OFFICE

100 SF/OCC

4 OCC

813 SF

OFFICE

100 SF/OCC

8.1 OCC

814 SF

CLASSROOM

100 SF/OCC

8.1 OCC

814 SF

BREAK ROOM

100 SF/OCC

8.1 OCC

813 SF

CLASSROOM

20 SF/OCC

40.7 OCC

784 SF

CLASSROOM

100 SF/OCC

7.8 OCC

787 SF

CLASSROOM

100 SF/OCC

7.9 OCC

785 SF

CLASSROOM

100 SF/OCC

8 OCC

786 SF

CLASSROOM

100 SF/OCC

8 OCC

91 SF

STOR

300 SF/OCC

0.3 OCC

91 SF

STOR

300 SF/OCC

0.3 OCC

91 SF

STOR

300 SF/OCC

0.3 OCC

91 SF

STOR

300 SF/OCC

0.3 OCC

91 SF

STOR

300 SF/OCC

0.3 OCC

91 SF

STOR

300 SF/OCC

0.3 OCC

91 SF

STOR

300 SF/OCC

0.3 OCC

91 SF

STOR

300 SF/OCC

0.3 OCC

881 SF

CLASSROOM

20 SF/OCC

44 OCC

OCC

REQ

PROV

54" 54"

OCC

REQ

PROV

54" 54"

OC

C

RE

Q

PR

OV

" OC

C

RE

Q

PR

OV

OC

C

RE

Q

PR

OV

OC

C

RE

Q

PR

OV

B - BUSINESS - 1:100

LEGEND - LIFE SAFETY

U - UTILITY

STORAGE - 1:300

MECH/ELEC - 1:300

EXIT EGRESS1 HR FIRE RATING

EXIT SIGNAGE

57 / 64

12.4" REQ.

33" PROV.

REQUIRED NO. OF PEOPLE

SERVED / ACTUAL NO. OF

PEOPLE SERVED

REQUIRED

OPENING

WIDTH

ACTUAL OPENING WIDTH

A3 - ASSEMBLY

UNCONCENTRATED - 1:15

ASSEMBLY

DEAD END LENGTH

OCCUPANCY COUNT DETERMINATION

(OCCUPANT PER SQAURE FOOTAGE)

BUSINESS

UTILITY

ROOM NAME ROOM SQUARE

FOOTAGE

APPROXIMATE

OCCUPANT LOAD

(PERSONS)

OCCUPANT

LOAD FACTOR

ROOM

## SF/OCC

## OCC

## SF

E - EDUCATIONAL (CLASSROOM) - 1:20

EDUCATION

CODE INFORMATION - IBC 2018

APPLICABLE BUILDING CODES:

INTERNATIONAL EXISTING BUILDING CODE - 2018 EDITION

INTERNATIONAL BUILDING CODE - 2018 EDITION

NFPA 1 - FIRE CODE

NFPA 10 - STANDARD FOR PORTABLE FIRE EXTINGUISHERS

NFPA 13 - STANDARD FOR INSTALLATION OF SPRINKLER SYSTEMS

NFPA 20 - STANDARD FOR THE INSTALLATION OF STATIONARY PUMPS

FOR FIRE PROTECTION

NFPA 70 - NATIONAL ELECTRIC CODE

NFPA 72 - NATIONAL FIRE ALARM CODE

NFPA 90A - INSTALLATION OF AIR CONDITIONING AND VENTILATING

SYSTEMS

NFPA 101 -LIFE SAFETY CODE

NFPA 110 - EMERGENCY AND STANDBY POWER SYSTEMS

NFPA 220 - STANDARD ON TYPES OF BUILDING CONSTRUCTION

ARCHITECTURAL BARRIERS ACT

PHYSICAL BUILDING PROPERTIES:

EXISTING BUILDING AREA/ WORK AREA:

FIRST FLOOR (GROSS) 55,682 SF

SECOND FLOOR (GROSS) 54,875 SF

TOTAL GROSS AREA 110,557 SF

2 STORIES BUILDING HEIGHT: 30 FT

AUTOMATIC SPRINKLER SYSTEM: YES

INTERNATIONAL EXISTING BUILDING CODE:

ALTERATIONS TO ANY BUILDING SHALL COMPLY WITH THE

REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE.

EXCEPTION 1. AN EXISTING STAIRWAY SHALL NOT BE

REQUIRED TO COMPLY WITH SECTION 1011 OF THE IBC

WHERE THE EXISTING SPACE AND CONSTRUCTION DOES

NOT ALLOW A REDUCTION IN PITCH OR SLOPE.

EXCEPTION 2. HANDRAILS OTHERWISE REQUIRED TO

COMPLY WITH SECTION 1011.11 OF THE IBC SHALL NOT BE

REQUIRED TO COMPLY WITH THE REQUIREMENTS OF

SECTION 1014.6 OF THE IBC REGARDING FULL EXTENSION OF

THE HANDRAILS WHERE SUCH EXTENSIONS WOULD BE

HAZARDOUS BECAUSE OF PLAN CONFIGURATION.

SECTION 802.2.1 EXISTING VERTICAL OPENINGS

EXISTING INTERIOR VERTICAL OPENING CONNECTING TWO

OR MORE FLOORS SHALL B ENCLOSED WITH APPROVED

ASSEMBLIES HAVING A FIRE-RESISTANCE RATING OF NOT

LESS THAN 1 HOUR WITH APPROVED OPENING PROTECTION

EXCEPTION 5.2.IN GROUP B OCCUPANCIES, A

MINIMUM 30-MINUTE ENCLOSURE SHALL BE PROVIDED

TO PROTECT ALL VERTICAL OPENINGS NOT

EXCEEDING THREE STORIES. THIS ENCLOSURE SHALL

NOT BE REQUIRED IN THE IN BUILDINGS PROTECTED

BY AN APPROVED AUTOMATIC SPRINKLER SYSTEM.

SECTION 802.2.3 SUPPLEMENTAL STAIRWAY ENCLOSURE REQS

WHERE THE WORK AREA ON ANY FLOOR EXCEEDS 50 PERSON

OF THAT FLOOR AREA, STAIRWAYS THAT ARE PART OF THE

MEANS OF EGRESS SERVING THE WORK AREA SHALL, AT A

MINIMUM, BE ENCLOSED WITH SMOKE-TIGHT CONSTRUCTION

ON THE HIGHEST WORK AREA FLOOR AND ALL FLOOR BELOW.

SECTION 803.1.1 CORRIDOR RATINGS

WHERE AN APPROVED AUTOMATIC SPRINKLER SYSTEM IS

INSTALLED THROUGHOUT THE STORY, THE REQUIRED FIRE-

RESISTANCE RATING FOR ANY CORRIDOR LOCATED ON THE

STORY SHALL BE PERMITTED TO BE REDUCED IN

ACCORDANCE WITH THE IBC. IN ORDER TO BE CONSIDERED

FOR A CORRIDOR RATING REDUCTION, SUCH SYSTEM SHALL

PROVIDE COVERAGE FOR THE STAIRWAY LANDINGS SERVING

THE FLOOR AND THE INTERMEDIATE LANDINGS IMMEDIATELY

BELOW.

SECTION 803.2.2 GROUP B

WORK AREAS THAT HAVE AN OCCUPANT LOAD OVER 30 AND

WORK AREAS THAT EXCEED 50 PERCENT OF THE FLOOR AREA

SHALL BE PROVIDED WITH AN AUTOMATIC SPRINKLER

SYSTEM.

SECTION 805.2 GENERAL

THE MEANS OF EGRESS SHALL COMPLY WITH THE

REQUIREMENTS OF THIS SECTION

EXCEPTION 1. WHERE THE WORK AREA AND THE

MEANS OF EGRESS SERVING IT COMPLIES WITH NFPA

101. INTERNATIONAL BUILDING CODE:

SECTION 901.2 COMPLIANCE (ALTERATIONS - LEVEL 3)

WORK SHALL CONFORM TO CHAPTERS 7 & 8 (LEVELS 1 & 2) IN

ADDITION TO ITEMS LOCATED IN CHAPTER 9.

INTERNATIONAL BUILDING CODE:

OCCUPANCY

304 GROUP B

CONSTRUCTION TYPE: IIB (NFPA 101 = TYPE II 000)

STRUCTURAL ELEMENT

PRIMARY STRUCTURAL FRAME

INTERIOR BEARING WALLS

EXTERIOR BEARING WALLS

FLOOR CONSTRUCTION

ROOF CONSTRUCTION

FIRE RESISTANCE RATING

TABLE 503 - ALLOWABLE BUILDING HEIGHTS AND AREAS:

CONSTRUCTION TYPE:

OCCUPANCY:

ALLOWED STORIES:

ACTUAL STORIES:

ALLOWED HEIGHT:

ACTUAL HEIGHT:

ALLOWED AREA:

ACTUAL AREA:

IIB

75 FT

30 FT

69,000 SF

110,557 SF

CODE INFORMATION - EGRESS

EGRESS COMPONENTS (1005.3):

MINIMUM EXIT WIDTH FOR DOORS (1005.3.2)

REQUIRED: 0.20" PER OCCUPANT

0.20 x 76 = 15.2" REQUIRED

PROVIDED: 64"

TABLE 1005.3.1 - STAIRWAY CAPACITY

REQUIRED: 1,340 OCC X 0.2" (SPRINKLER EXCEPTION) = 268"

PROVIDED: 328", 6 STAIRWAYS

COMMON PATH OF EGRESS TRAVEL (1006.2.1)

REQUIRED: 75 FEET MAX (EDUCATION SPRINKLERED)

PROVIDED: 65 FEET

SEPARATION OF EXITS (1007.1.1)

REQUIRED: 16' - 9" (1/3 OF DIAGONAL DIM OF AREA SERVED)

PROVIDED: 20' - 0"

SECTION 1009.3.2 - STAIRWAYS - ACCESSIBLE 48" MIN CLEAR WIDTH & AREA OF

REFUGE

EXCEPTION 1. THE CLEAR WIDTH OF 48" BETWEEN HANDRAILS IS

NOT REQUIRED IN BUILDINGS EQUIPPED THROUGHOUT W/ AN

AUTOMATIC SPRINKLER SYSTEM

SECTION 1009.3.3 - AREA OF REFUGE

EXCEPTION 2. AREAS OF REFUGE ARE NOT REQUIRED AT

STAIRWAYS IN BUILDINGS EQUIPPED THROUGHOUT W/ AN

AUTOMATIC SPRINKLER SYSTEM

EXIT ACCESS TRAVEL DISTANCE (1017.2)

REQUIRED: 250 FEET MAX (EDUCATION - SPRINKLERED)

PROVIDED: 179' - 9" AT MAXIMUM DISTANCE

CORRIDOR FIRE RESISTANCE RATING (1020.1)

REQUIRED: 0-HR RATING FOR EDUCATION, SPRINKLERED

CORRIDOR WIDTH (1020.2)

REQUIRED: 72 INCHES MIN

PROVIDED: 96 INCHES

DEAD END CORRIDOR (1020.4)

REQUIRED: 50 FEET MAXIMUM

PROVIDED: N/A

NOTE: NO DOORS OR EGRESS PATHS ARE AFFECTED BY PROPOSED WORK.

APPROVEDDRAWN

AIR EDUCATION AND TRAINING

COMMAND

DATEREVISION

UNITED STATES AIR

FORCE

MISSISSIPPI

FACILITY NUMBER:

SHEET OF

DRAWING NUMBER:

BILOXI

RECOMMENDED:

(Chief ofEngineering)

SUBMITTED:

(Chief of Contracts Design)

SHEET NAME:PROJECT NUMBER:

CHECKED: DATE:

DRAWN:

OFFICE OF CIVIL

ENGINEERS

KEESLER AIR FORCE BASE

G. REED

B1002

A

A R C H I T E C T S

1091 TOMMY MUNRO DR.

BILOXI, MS 39532

Telephone: 228.594.2323 www.egh.ms

STAMPENGINEERARCHITECT

FIRE PROTECTION

ENGINEERING:

I.C. THOMASSON &

ASSOCIATES, INC.

MECHANICAL,

ELECTRICAL, &

TELECOMM ENGINEER:

DELL CONSULTING, LLC

2 3 4 5 6 7 8 9 10

B

C

D

E

F

G

A

B

C

D

E

F

G

1 2 3 4 5 6 7 8 9 10

KLK 74

CFW

2/20/24

MAHG 17-1095

MAHG 171095 REPAIR

STENNIS HALL

OVERALL LIFE SAFETY

PLANS LS100NO

RT

H

SCALE: 1/16"=1'-0"

0'16' 16' 32'

1/16" = 1'-0"A109LS100

1 1ST FLOOR - OVERALL LIFE SAFETY PLAN

1/16" = 1'-0"A109LS100

2 2ND FLOOR - OVERALL LIFE SAFETY PLAN

UP

UP

UP

DN

DN

DN

1 2 3 4 5 6 7 8 9

MECHANICAL

ELECTRICAL

101A

AUDITORIUM

102/103

OFFICE

STO

104A

OFFICE

105C

OFFICE

105A

OFFICE

105B

CONFERENCE

OFFICE

I.T.

OFFICE

109A

I.T.

109BOFFICE

STAFF

111A

STAFF

111B

OFFICE

CONFERENCE

OFFICE

114CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

BREAK ROOM

MECHANICAL

ELECTRICAL

120A

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

BREAK ROOM

CLASSROOM

CLASSROOM

CLASSROOM

135 RESTROOM

155B

RESTROOM

140B

COMM

Room 155H

CL

155I

OFFICE

OFFICE

OFFICE

OFFICE

137RESTROOM

140A

BREAK AREA

RESTROOM

155A

CLASSROOM

COMM

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

137RESTROOM

140A

BREAK AREA

CLASSROOM

CLASSROOM

OFFICE

MECHANICAL

ELECTRICAL

146A

OFFICE

148B

OFFICE

147B

OFFICE

147A

CLO

I.T.

148A

CLASSROOM

CLASSROOM

INSTRUCTOR

154A

STORAGE

154B

STORAGE

154C

OFFICE

154D

ENTRY

OFFICE

154E

OFFICE

CLO

MECHANICAL

ELECTRICAL

163A

RISER

163B

MECHANICAL

CLO

OFFICE

157A

OFFICE

157B

STO

OFFICE

153B

STORAGE

153C

CLASSROOM

CLASSROOM

CLASSROOM

CLO

OFFICE

141A

OFFICE

141B

OFFICE

139C

STORAGE

ELEV EQUIP

RESTROOM

155A

AD105

AD105

AD107

AD107

AD107

AD107

AD105

AD105

AD105

LOADING

DOCK

D6

D6

D6

D6

D3

D3

D3

D3

D5

D2

D2

D1 D1

D4

D4

D4 D4 D4

D4 D4D4

D4

D4

D4

D4

D4

AD108

+/- 60 SF

+/- 40 SF

+/- 40 SF

D7

D7

D7

CLASSROOM

153A

D8 D8

D7

+/- 80 SF

1 2 3 4 5 6 7 8 9

ELECTRICAL

204B

MECHANICAL

204A

CLASSROOM

204C

CLASSROOM

OFFICE

OFFICE

CLASSROOM

OFFICE

210A

STOR

210B

OFFICE

210COFFICE

210D

RESTROOM

STORAGE

CONF ROOM

228A

CLASSROOM

CLO

228B

COMM

230 BREAK ROOM

RESTROOM

CONFERENCE

ROOM

OFFICE

STORAGE

222B

STORAGE

222A

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

MEETING

222C

MECHANICAL

221A

ELECTRICAL

221B

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

COMM

CLASSROOM

CORRIDOR

AD108

ELEC

OFFICE

OFFICE

RESTROOM

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

CLASSROOM

MECHANICAL

246A

ELECTRICAL

246B

OFFICE

OFFICE

CLASSROOM

CLASSROOM

252A

STOR

253A

STOR

252B

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

MECHANICAL

263A

ELECTRICAL

263B

CLASSROOM

CLASSROOM

OFFICE

OFFICE

251A

CLASSROOM

255A

BREAK ROOM

250A

CLASSROOM

248A

CLASSROOM

CLASSROOM

232A

CLASSROOM

229A

CLASSROOM

227A

STOR

248B

STOR

STOR

250B

STOR

232B

STOR

255B

STOR

229B

STOR

251B

STOR

227B

RESTROOM

258A

RESTROOM

258B

AD106

AD106

AD106

AD106

D3D3

D3 D3

D6

D6

D1

D6

D6

D6

+/- 40 SF

D7

D8 D8

1. ALL INFORMATION IS BASED ON FIELD OBSERVATIONS AND CONTRACTING

OFFICER SUPPLIED DOCUMENTS AND MAY NOT REFLECT ACTUAL FIELD

CONDITIONS. UPON DISCOVERY OF ANY DISCREPANCIES BETWEEN DRAWINGS

DEPICTING EXISTING CONDITIONS OR UPON DISCOVERY OF UNKNOWN

CONDITIONS DETRIMENTAL TO THE COMPLETION OF THE WORK AS INDICATED IN

THE DOCUMENTS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE

CONTRACTING OFFICER, IN WRITING, OF THE CONDITION IN QUESTION BEFORE

PROCEEDING WITH WORK IN THAT AREA. CONTRACTOR IS TO FIELD VERIFY ALL

DIMENSIONS AND CONDITIONS OF MATERIALS TO BE DEMOLISHED, REPAIRED

OR RENOVATED.

2. ALL DIMENSIONS SHOWN FOR EXISTING WALLS TO REMAIN AND PARTITIONS TO

BE DEMOLISHED ARE APPROXIMATE AND FOR REFERENCE ONLY. CONTRACTOR

IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS AND CONDITIONS

SHOWN.

3. DASHED LINES ON PLAN/ DETAILS INDICATE ITEMS TO BE DEMOLISHED UNLESS

NOTED OTHERWISE. CONTRACTING OFFICER HAS RIGHT OF FIRST REFUSAL FOR

EQUIPMENT. DEMOLITION MATERIALS SHALL BE DISPOSED OF OFF-SITE IN A

LEGAL LANDFILL.

4. PATCH CMU & GYP BD SURFACES TO ACCOMMODATE NEW WORK.

5. CONTRACTOR SHALL CLEAN ALL WORK AREAS AT THE END OF EACH DAY.

CONTRACTOR IS NOT ALLOWED TO STOCKPILE DEMOLITION MATERIALS ON SITE.

ALL MATERIALS TO BE REMOVED IN A TIMELY FASHION.

6. COORDINATE THE WORK SCHEDULE TO MINIMIZE DISRUPTION AND

DISPLACEMENT OF BUILDING OCCUPANTS.

7. MECHANICAL AND/OR ELECTRICAL WORK SHALL BE DONE BY A LICENSED

MECHANICAL/ ELECTRICAL CONTRACTOR AND SHALL BE IN ACCORDANCE WITH

ALL ASHRAE, NEC, AND SMACNA GUIDELINES.

8. FINAL BUILDING CLEANING: THE BUILDING SHALL BE CLEAR OF ALL DEBRIS,

DEMOLITION RELATED AND NON-RELATED REFUSE AND WASTE (BASIC TRASH).

9. PORTIONS OF WORK ARE SECURE. WORK IN SECURE AREAS WILL NEED TO BE

COORDINATED WITH THE CONTRACTING OFFICER. WORK IN SECURE AREAS

WILL REQUIRE FULL TIME GOVERNMENT ESCORTS. USE OF SIGNAL SENDING

AND/ OR RECEIVING ELECTRONICS SHALL BE CLEARED BY THE CONTRACTING

OFFICER.

10. REMOVE & REINSTALL CEILING FOR INSTALL OF NEW ELEC FEEDERS FROM

ROOM 163A TO 101A. PATCH SECURE WALL BOUNDARY AT PENETRATION - SEE

ELECTRICAL.

DEMOLITION GENERAL NOTES

SEE SHEETS AD105 THRU AD107 FOR SPECIFIC DEMOLITION KEY NOTES

1. SEE ENLARGED DEMO FLOOR PLANS FOR SPECIFIC DEMOLITION KEYNOTES &

INFORMATION.

2. SEE MECHANICAL, PLUMBING, TELECOMMUNICATIONS & ELECTRICAL FOR

FURTHER DEMOLITION INFORMATION.

3. SEE REFERENCE DEMOLITION PHOTOS FOR FURTHER INFORMATION ON

DEMOLITION ITEMS.

4. ON ALL DEMOLITION ITEMS, PREPARE ALL ABUTTING SURFACES FOR RENOVATION

SCOPE INSTALL OR RE-INSTALL OF EXISTING MATERIALS AS NOTED/ SCHEDULED.

DEMOLITION FLOOR PLAN NOTES

DEMOLITION KEYNOTE

SECURE AREAS

BUILDING DEMO LEGEND

X

CRAC UNIT TO BE REMOVED

MECH TO BE REMOVED

REMOVE ELEVATOR EQUIPMENT. PREP FOR NEW IN SHAFT & MECH

ROOM.

REMOVE CHILLER & PREP FOR NEW - SEE MECH.

REMOVE AHU AND ASSOCIATED EQUIPMENT AND PREP FOR NEW -

SEE MECH, ELEC & FIRE PROTECTION.

REMOVE CRAC UNITS & PREP FOR NEW - SEE MECH. PREPARE

SURROUNDING AREA TO RECEIVE NEW FINISHES PATCH WORK AS

REQUIRED, ADJUST EXIST RAISED ACCESS FLOOR PANELS FOR

NEW UNIT.

REMOVE MDP - SEE ELEC.

ADJUST RESTROOMS - SEE ENLARGED PLANS AND PLUMBING.

REMOVE CEILING TILE AND STORE FOR REUSE. STABILIZE

EXISTING ASSOCIATED EQUIPMENT & GRID. ADJUST GRID

HANGERS, PREPARE FOR REINSTALLATION OF TILES & EQUIPMENT.

PROVIDE TEMP HVAC DURING WORK - SEE MECH.

KEYNOTES - OVERALL DEMO

D1

D2

D3

D4

D5

D6

D7

(THIS SHEET ONLY)

D8

APPROVEDDRAWN

AIR EDUCATION AND TRAINING

COMMAND

DATEREVISION

UNITED STATES AIR

FORCE

MISSISSIPPI

FACILITY NUMBER:

SHEET OF

DRAWING NUMBER:

BILOXI

RECOMMENDED:

(Chief ofEngineering)

SUBMITTED:

(Chief of Contracts Design)

SHEET NAME:PROJECT NUMBER:

CHECKED: DATE:

DRAWN:

OFFICE OF CIVIL

ENGINEERS

KEESLER AIR FORCE BASE

G. REED

B1002

A

A R C H I T E C T S

1091 TOMMY MUNRO DR.

BILOXI, MS 39532

Telephone: 228.594.2323 www.egh.ms

STAMPENGINEERARCHITECT

FIRE PROTECTION

ENGINEERING:

I.C. THOMASSON &

ASSOCIATES, INC.

MECHANICAL,

ELECTRICAL, &

TELECOMM ENGINEER:

DELL CONSULTING, LLC

2 3 4 5 6 7 8 9 10

B

C

D

E

F

G

A

B

C

D

E

F

G

1 2 3 4 5 6 7 8 9 10

KLK 74

HAS

2/20/24

MAHG 17-1095

MAHG 171095 REPAIR

STENNIS HALL

OVERALL DEMO PLANS AD1001/16" = 1'-0"A109AD100

1 1ST FLOOR OVERALL DEMO

1/16" = 1'-0"A109AD100

2 2ND FLOOR OVERALL DEMO

NO

RT

H

SCALE: 1/16"=1'-0"

0'16' 16' 32'

1 2

ELECTRICAL

101A

MECHANICAL

AUDITORIUM

102/103

M1

VFDJCI AD

V

AD

V

AD

V

M6

M5

M7

M2

M4

M6

M3

FD FD

M2

M5

M9

M9

8 9

ELECTRICAL

120A

MECHANICAL

CLASSROOM

M5

VFD JCI

AD

V

AD

V

M6

CO

M2

M4 M1

M3

FD FD

M6

AD

V

AD

V

M5

M2

M9

M9

8 9

ELECTRICAL

163A

RISER

163B

MECHANICAL

M8

JCI VFD

VFD VFD

M5

M6

M4FD FD FD

T

T

M1

FD

CO

M2

M1

M6

AD

AD121

M2

M3

M5

M9

M9

1 2

MECHANICAL

ELECTRICAL

146A

M2

VFDJCI

AD

V

AD

V

FD

M5

M4

M6

M3 M1

M6

M5

M2

M9

M9

HOUSEKEEPING PAD TO REMAIN.

MECHANICAL UNIT TO BE REMOVED, PREP FOR NEW - SEE MECH.

FLOOR DRAIN TO REMAIN - SEE MECH FOR REMOVAL OF CONDENSATE LINE.

DUCTWORK TO BE REMOVED - SEE MECH FOR EXTENTS. SEE FD FOR SMOKE DETECTOR

REQUIREMENTS.

OVERHEAD DUCTWORK TO BE REMOVED - SEE MECH SEE FD FOR SMOKE DETECTOR

REQUIREMENTS.

SHEET METAL PLENUM & DUCTWORK TO BE REMOVED. PREP EXIST LOUVER FOR NEW

BLANK OFF PLATE.

FIRE SPRINKLER & PIPING TO BE ADJUSTED / REPLACED FOR NEW DUCTWORK ACCESS -

SEE FIRE PROTECTION.

ELECTRICAL EQUIPMENT TO BE REMOVED - SEE ELEC.

SAW CUT HOLE IN SECOND FLOOR FOR NEW DUCTWORK RUNNING BETWEEN FIRST

FLOOR & SECOND FLOOR MECH ROOMS. CONTRACTOR TO PROVIDE BRACING OF FLOOR

DURING THIS WORK. OPEN WALLS ON FIRST FLOOR TO ALLOW FOR CONNECTIONS TO

EXISTING STRUCTURE - SEE NEW WORK PLANS FOR SIZING.

KEYNOTES - ENLARGED DEMO

M1

M2

M3

M4

M5

M6

M7

M8

(APPLIES TO SHEETS AD105 -…

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